Portfolio 2017
CAMILA BECERRA DONOSO
RESUME
M: +44 7474 910620 cami.becerradonoso@gmail.com
DOB: 17 Dec 1988 Nationality: Chilean
CAMILA BECERRA DONOSO EDUCATION
EXCELLENT SKILLS
MSc EMERGENT TECHNOLOGIES AND DESIGN
Architectural and Urban Design
Sept 2015/16, Architectural Association School of Architecture (AA), London, UK www.aaschool.ac.uk
ARCHITECTURE
2008 - 2015, University Diego Portales (UDP), Santiago, Chile http://faad.udp.cl
PROFESSIONAL EXPERIENCE TERESA PIEMONTE OFFICE, SANTIAGO, CHILE Mar 2017 issuu.com/estudioteresapiemonte
DEMOSTUDIO OFFICE, BARCELONA, SPAIN Oct 2016 - Nov 2016 www.demostudio.org
LORETO SAZIE OFFICE, SANTIAGO, CHILE Apr 2015 - Jul 2015
ASMIN INDUSTRIAL LTDA, SANTIAGO, CHILE Aug 2015 - Sept 2015 www.asmin.cl
INTERNSHIPS DEMOSTUDIO OFFICE, BARCELONA, SPAIN Dec 2013 - Jan 2014 www.demostudio.org
RICARDO ABUAUAD OFFICE, SANTIAGO, CHILE Aug 2012 - Dec 2012 www.ricardoabuauad.cl
Autocad 2017, Sketchup 2014, Revit 2014 (learner), Rhinoceros v5 (learner),
Computation Grasshopper for Rhino v5 + Plug-in (learner)
Spatial Network Analysis Urban Network Analysis (UNA)
Representation and Graphics Adobe Photoshop, Illustrator, InDesign CC - CS6, Lumion
LANGUAGES SPANISH: Native ENGLISH: Professional working proficiency (IELTS) academic
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ACADEMICS REFERENCES
EXTRACURRICULAR ACTIVIES
MICHAEL WEINSTOCK
Demostudio Office
Director Research and Development Director Emergent Technologies and Design Architectural Association School of Architecture 36 Bedford Square WC1B 3ES London, UK Tel: +44 (0) 207887 4076 E-mail: mweinstock@aaschool.ac.uk
RICARDO ABUAUAD Director of the School of Architecture Universidad Diego Portales Av. República 180 8370074, Santiago, Chile Tel: +56 (22) 6762701 E-mail: ricardo.abuauad@udp.cl
SUZANNE STRUM PhD Theory and History of Architecture Visiting Lecturer: Graduate program semester abroad in Barcelona Faculty of Environmental Design, Calgary University, Canada Lecturer: Undergraduate architecture program in Barcelona CIEE Barcelona Study Center American University of Sharjah, Arab Emirates Consolat del Mar, 43 08003, Barcelona, Spain E-mail: strum@coac.net
PROFESSIONAL REFERENCES RODRIGO DIAZ Chief Architect at Demostudio General Castaños, 6 08003, Barcelona, Spain Tel: +33 9331 06067 E-mail: demostudio@coac.net
LORETO SAZIE Independent Architect Colón 5444 7580214, Santiago, Chile Tel: +56 (9) 9280 3585 E-mail: arqsazie@wcl.cl
Oct 2016 - Nov 2016, Supervision and support to internship students of the office.
External tutorial, CIEE, Barcelona, Spain
Nov 2016, Tutoring third year students of Suzanne Strum for final exam.
Guest critic, CIEE, Barcelona, Spain
Oct 2016, Midterm review to Suzanne Strum third year students project, urban block scale and building scale in Eixample neighborhood.
Drawing Assistant
Jun 2011, Assistant in planimetry for senior student for final project.
Tutorials
Mar 2011, Tutoring first-year students architecture at the University Diego Portales.
of
Construction of emergency housing in El Calvario
May 2010, Organized by the architectural workshop “Landscape and territory” by Professor Martin.
Post-earthquake damage registry (Earthquake Feb, 27, 2010)
Apr 2010, Held in Paredones, Bucalemu y El Calvario organized by the architectural workshop “Landscape and territory” by Professor Martin Schmidt, University Diego Portales.
Post-earthquake damage registry (Earthquake Feb, 27, 2010)
Mar 2010, Held in Santiago organized by the School of Architecture of the University Diego Portales.
INDEX
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Resume
CAMILA BECERRA DONOSO Personal Data Education and internships Professional experience Extracurricular activities
MSc Emergent Technologies and Design, AA
MSc DISSERTATION
Hydrological system, wetlands, Sao Paulo, Brazil Manage water Reconnect two sides of the city
MSc Emergent Technologies and Design, AA
CORE STUDIO 2
City systems, Manchester, UK Water scenarios Design Development 3D
MSc Emergent Technologies and Design, AA
EMERGENCE
Brunswick Centre, London, UK Strategy Experiments 3D
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13 16 19 22
MSc Emergent Technologies and Design, AA
BIOMIMETICS
Mimosa pudica Logic Development Spine experiment Design Development
Final project 2014
ÑUÑOA SOCIAL AND SPORTS CENTER SANTIAGO DE CHILE Project operations and strategies Planimetry Model and images project
Workshop: Social housing
SOCIAL HOUSING “COMPLEX CERRILLOS” SANTIAGO DE CHILE Aims and goals Site analysis and strategy Planimetry, sections, images and 3D
Workshop: Urbanism
NEW METRO LINE 6 SANTIAGO, CHILE INÉS DE SUÁREZ STATION
Site analysis Pedro de Valdivia: Master plan, secondary network and advantages Strategy: Central Core 3D model and images
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MSc Dissertation Emergent Technologies & Design AA Group project
Camila Becerra and Ligia Meiralles
Hydrological System, Sao Paulo, Brazil
Architectural Association School of Architecture 2015-2016 Keywords: Floods, wetlands, urbanization, social nodes, hydrological system, landscape, waterfront. The aim of this study is to propose a design solution, for managing water in big cities that suffer from flooding problems, from the perspective of an architect and urban planner, following the potential of Octopus/GH plug-in within Rhino and UNA (Urban Network Analysis) to simulate the experiment for the evolution of the selected patch. The study takes as an example the city of SĂŁo Paulo due to its high risk of suffering fluvial and pluvial flooding. The project focus is to create an innovative design that uses green solutions in order to minimize the risk of flooding and provide adaptation to climate change, such as making a better use of natural resources. This work presents an urban proposal that aims to create a new hydrological system for SĂŁo Paulo, creating a landscape infrastructure that not only provides solutions to the problem of flooding but also generates social benefits for the city. The site of intervention is an area of 750 hectares along the River Tiete that demonstrate a high level of risk for
the population that lives and transits through the site, but also a high level of value and potential, making the perfect site to explore the idea of a new natural infrastructure design. Through the use of advanced computation, a design method is proposed, combines data collection, spatial analysis, network based-modelling and genetic algorithms applied in a design strategy that focuses on three main topics: water management, increasing density and reconnecting two sides of the city. To manage water, a hydrological system that collects, cleans and distributes water was developed. To increase density different block morphologies were designed to be suitable for different densities and program uses. To reconnect two sides of the city urban rules were developed in order to create new connections and a more pedestrian friendly urban environment.
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MSc DISSERTATION EMERGENT TECHNOLOGIES & DESIGN AA
HYDROLOGICAL SYSTEM, WETLANDS, SAO PAULO, BRAZIL The Tiete River runs 1,100 Km through the countryside and across the state of Sao Paulo until it connects to the Parana River. Although the source of the Tiete River is located just 22 Km from the sea, the topography forces the river to flow in the opposite direction towards the interior countryside. Sao Paulo grew along the banks of the river and flows in a plain.
fast enough causes water accumulation in the ground.
Sao Paulo face two types of flooding - river and pluvial. The first is due to the rise of water levels in the Tiete River. The second to heavy rains in a short period of time, which saturates the drainage system of the city and since the water does not drain
Sao Paulo which has just a small portion of impermeable areas the rainfall is not absorbed by the ground. Instead all water has to be drained by the drainage system that is not well designed.
The Emergency Management Centre (CGE) specified for Tiete River three types of flood levels. Flood hazard is considered when the river level rises 1m. Emergency 2 meters and extreme situation 3 m.
CITY
HYDROLOGICAL SYSTEM
URBAN CONFIGURATION
- 2 types of flood - Fluvial - Pluvial
- Water shortage - Water system collapse and floods
- Redundant plots - Urban abandoned areas - Lack of connectivity (2 areas divided by the river) area of intervention city centre
Industrial / Warehouse
Flood pattern
Identifying potential areas for wetlands
Flooding situation
desiest part of the city
5 Activity
Delay and store
Cleaning Recycling - Hydrological system - Wetland as a park - Collect, clean, store and distribute water
Recreational areas Improve corridors - Integrate urban abandon areas - Programmable wetland - New recreational areas - Sport and cultural infrastructure - Improve network
Defining wetland pattern - Distributed wetland Green spaces and empty plot along the river Area = 1,835,342 m2
In order to allow water to flow by gravity we selected areas in the wetland boundary where it is possible to reach slopes between 3% and 5%.
- Identify potential growth areas - Create poly centres as social attraction for higher density distribution - Opportunity to design blocks that contribute to water catchment cistern canal
water Ground water
locate
problems
cisterns
slope 3% to 5%
Reservoirs in the wetland boundary
MSc DISSERTATION EMERGENT TECHNOLOGIES & DESIGN AA
MANAGE WATER cisterns
reservoirs wetland
Cisterns work as hard surface parks, multisport courts that provides recreational facilities, and as a water collector.
Water collected from buildings and sidewalks will run into to the wetland which will purify the water before going to the reservoirs.
Water partially filled into the reservoirs will be saved for water shortage events.
MANAGE WATER Park topography section
Park infrastructure max 6m
Reservoirs max -2m
The topography of the park directs the
The topography of the park directs the river overflow in different zones creating different flood scenarios
sport activities
river
Reservoir
6 Scenario 1: Everyday Event (no rain) Reservoirs filled by the collected water from the cisterns, does not interrumpt the total use of the park.
Scenario 2: Water level 2 m, water volume is 434,600 mÂł. All the pathway inside the park will remain dry. The reservoirs will be completely filled (889,050 mÂł) and the cisterns will accumulate a certain amount of water, but it will be possible to have some activities.
Scenario 3: Extreme situation water level rises up to 3 m level , overflow water volume is 651,900 mÂł. Water will cover almost all the park, however, path network can be used and the connection through the park will be preserved. The cisterns will be completely filled
MSc DISSERTATION EMERGENT TECHNOLOGIES & DESIGN AA
RECONNECT TWO SIDES OF THE CITY district 3 district 2
district 1
district 4
The area was divided in four districts. The number of blocks that was distributed per density zone. Each of them will have one cistern which concentrate the high density. Also each district will have a closer reservoir that will supply greywater for the population.
The proposed network system attempts to combine the existing roads with new emergent ones. A secondary path will emerge from the main roads between the new buildings. In order to develop a hierarchical density, the high density is close to the main roads and gradually decrease to the secondary paths.
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Network analysis through UNA tool, in order to analyse the block distribution network and identify the busiest roads that people use to move from origin (houses) to destination (underground destination)
The design of the urban hydrological system accomplish the initial goals and able to adapt different scenarios. It is an integrated system (hydrological system, topography, density distribution, blocks morphology and urban network). Which is a simultaneous system with a constant exchange of information through all the process.
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CORE STUDIO 2 Emergent Technologies AA Group project
Camila Becerra and Yue Zhu
City systems, Manchester, UK
Architectural Association School of Architecture 2015-2016 This research was focused on defining an integrated urban system in the context of different water scenarios while also attempts to create logical density distribution through a series of G.A experiments with the aim of reconfiguring Beswick, East Manchester. Therefore, corresponding data collection and analysis of environmental conditions of the site were taken into consideration for design. The process is based on the idea of creating an urban tissue that could adapt into different water scenarios by defining boundary of water movement. A series of experiments have been conducted to test different density and building morphology which could achieve hierarchy, along the natural and movements boundaries. To meet the research aim, design strategies were divided into four axis: topography, density, building morphology and network. Digital tools of genetic algorithm and environmental analysis were applied in design process in order to achieve optimal suggestions, which led to generate an integrated design approach. A iteration process has been conducted based on analysis (space synthax). Comparison between previous patch and iterated patch have been conduct through series of analysis.
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CORE STUDIO 2 EMERGENT TECHNOLOGIES AA
CITY SYSTEMS, MANCHESTER, UK STRATEGY: Live with water GOAL: Design an urban tissue that could adapt into different water scenarios. WATER SCENARIOS
DENSITY
Location Wetland Pathway
TOPOGRAPHY
NETWORK
Wetland
Pathway
Pathway Canal
Green Spaces Canal
MORPHOLOGY
Location
Function
External Bay Internal Bay Tower unit
Comercial Residential
1 2
1.Land Left 2.Flood zone
Canal
The urban tissue would have the capability to adapt into different water scenarios. To develop this idea, several aspects should be considerate, which including density, topography, network and building morphology system. The design target patch of this research is located in Beswick, East Manchester, which is in the southwest of Ethihad Stadium. The area of patch is 1 square kilometer, which is defined by three boundaries: Great Ancoast st on the south, Ashton canal on the west and the rail train on the east, meanwhile river Medlock crosses from north to south the middle of the patch.
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1- Lower density close to river
2- Higher density close to road
3- Combined: Lower density close to river Higher density close to road
Pathway to control the water A boundary is arrange in the territory as a platform and built on it with interior pathways. Variable Density Gradually decreasing to the river.
Pathway Pathway of movement.
Buildings
Gate
CORE STUDIO 2 EMERGENT TECHNOLOGIES AA
DESIGN DEVELOPMENT DENSITY EXPERIMENT Fixed Quantity: Floors domain - Internal pathway: Tower: 8 - 18 Floors Internal bay: 8 - 14 Floors External bay: 5 - 9 Floors 50,000 / km2 sq Cull distance - Internal pathway: 99 m - External pathway: 331.65 m
100,000 / km2 sq Cull distance - Internal pathway: 60 m - External pathway: 201 m
150,000 / km2 sq Cull distance - Internal pathway: 40 m - External pathway: 134 m
- External pathway: Tower: 13 - 23 Floors Internal bay: 13 - 19 Floors External bay: 10 - 14 Floors
Variable Quantity: Cull distance
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Most connected points in road network
1.1
The connections among external pathways and internal pathways would be bridges across wetlands.
2.1
2.2
1.2
3.1
2.3
To find appropriate location for bridges, several high connectivity points on each pathway have been selected, red points. New bridges have been built through connecting high connectivity points.
3.2
CONNECTIONS 19
MAIN ROAD
WATER GATE
WET LAND
BRIDGE
GREEN ROOF
CITY SYSTEMS | Emergent Emergent Technologies and Design Core Studio 2, AA 1 Yue Zhu, Camila Becerra | February - 10 March 2016
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EMERGENCE Emergent Technologies AA Group project
Camila Becerra and Yue Zhu
Brunskwick Centre
Architectural Association School of Architecture 2015-2016 Through the mimic of evolutionary science principles, Evolutionary Algorithms are being used more and more in diverse disciplines, in order to find solutions for problems through optimization procedures of single and multiple objectives. Evolutionary algorithms are based on the same biological principals that guide the evolution and development of all living organisms. The rising appearance of evolutionary solvers is increasing the utilisation of evolutionary computation as a design strategy and tool. For the following sequences, the potential of Octopus/Gh plugin within Rhino to simulate a genetic experiment for the evolution of Urban Blocks is explored. The urban block primitive (Brunswick Centre) is increased to 16 superblocks (4 by 4). A body plan was created, parameters (gene pool) and fitness criteria considered. The strategy is defined by the regulation of values such as Elitisim, Breeding, Crossover, Mutation rate and probability, which can be modified for each evaluated generation. A simulation of 80 generations (with 21 individuals each) was run, stopping in Generations 20, 40, 60 and 80, therefore, the results were analysed.
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EMERGENCE EMERGENT TECHNOLOGIES AA
BRUNSWICK CENTRE/LONDON, UK The superblock is increased to 16 units, the fitness criteria, body plan and corresponding parameters are also adjustment. Through Octopus/Gh, 80 generations were evaluated and ranked according to three conflicting fitness criteria: maximum volume, maximum courtyard exposure and maximum street exposure.
BODY PLAN 1- INTERNAL BAY 1 2- INTERNAL BAY 2 3- EXTERNAL BAY 1 4- EXTERNAL BAY 2
The logic and relations defined within each block, are further exploded and accentuated in the relations in between different blocks. A hierarchy of network systems was set, defining the differences between interior network boundaries and exterior boundaries.
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5- TOWER UNIT 6- COURTYARD 7- STREET
1
Diagrams
2 6
4
Author: Camila Becerra Donoso
3
7
FITNESS CRITERIA 01. MAXIMUM VOLUMEN
02. MAXIMUM VOLUMEN
02. MAXIMUM STREET EXPOSURE
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The experimet aimed for a clear urban design application, more complex design experiments involving a larger number of parameters and criterions, were evaluated. It was detected that main streets become primary network that separating and connecting each blocks, while the missing divisions of internal bay and external bay generated secondary network, which connecting adjacent courtyards.
EXTERIOR BOUNDARY PRIMARY NETWORK SECONDARY NETWORK
3D
Author: Camila Becerra Donoso
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BIOMIMETICS Emergent Technologies AA Group project
Camila Becerra, Runda Aduldejcharas, Marcella Carone and Banyaporn Boonthongrungtawee
Mimosa Pudica
Architectural Association School of Architecture 2015-2016 The aim was to understand the biologic explanation behind Mimosa Pudica sensitive behaviour and translate some characteristics to a material system. The project’s focus was to develop a system activated by an external local stimulation that transforms the global organization. During 3-week workshop, we went through a series of form and material experiments that could reach the expected behaviour. The main exploration was on flexible materials and its properties such as rubber, latex, springs and nitinol springs were tested and its possible combinations with plywood and polypropylene. All global investigations were thought as a combination of components and its possible interaction. In order to achieve these relations, during the whole process, we regard special attention to joinery design. Relating to outer stimulation, all the tests were submitted to temperature changes and their alteration in a variety of conditions. For our project, not only the system activator was significant, but also the system recovery to the initial shape.
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BIOMIMETICS EMERGENT TECHNOLOGIES AA
MIMOSA PUDICA Mimosa Pudica is a sensitive plant native from Central, South America and also in some countries in Asia. When the plant is exposed to an external stimulus as touch, sunlight, temperature or vibration, it reacts by folding its leaves and, depend on the stimulation intensity, it steam as well.
external stimulus rapid movement
reversible slow recovery
LOGIC DEVELOPMENT The main focus was the hierarchy process, when a local change can induce a global transformation. 1- Change pressure between two sides create movement/ curvature 2- Material with flexibility and reversability
14 A good example is Hoberman sphere and its local and global reaction. All the nodes are interconnected and the system is based on scissor joints, consequently, any local modification can be seen in the whole shape.
NITINOL EXPERIMENTS
1. 27.2ยบC 01:00:00 min No deformation
Experiments images
Author: Camila Becerra Donoso
2. 36.5ยบC 01:13:03 min Slow deformation did not return to initial position.
3. 48.5ยบC 00:32:02 min Fast deformation return to initial position.
QR Code 1: Nitinol Springs Experiment
BIOMIMETICS EMERGENT TECHNOLOGIES AA
SPINE EXPERIMENT The spine experiment come from the relation between digital and physical form finding. The spine form allow movements that occurs in local scale and affects the whole system. Bending and twisting were the main two actions that we were concentrated. Just by moving one piece, the system can reach different shapes and curvatures. To discover the system limits, a digital model was developed so could reproduce accurately the behavior that we attained physically.
Experiments images
Author: Camila Becerra Donoso
DESIGN DEVELOPMENT This design starts from a linear global shape. The strips are crossed to one another The model can be manipulated by using nitinol spring. When spring was heated, the spring compressed forced another strip to move closely to the one next to it.
NITINOL SPRING
The heat caused the spring to compress and release.
JOINT
The linear form created by the wooden strips joining together.
Experiments images
Author: Camila Becerra Donoso
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5
ÑUÑOA SOCIAL AND SPORTS CENTER
Final project 2014
University Diego Portales
For the final project, my focus was heritage rescue. During the workshop we study the oldest cinemas and theaters in Santiago. The topic proposed was “Cultural icons in retail districts” and the chosen cinema was “Hollywood Theatre” located in Ñuñoa. Its location has overshadowed its importance, therefore today it is a retail store. The area has a strong sporting influence, however, is missing a sport center insert in the neighbourhood that encourage social meeting. So, I propose the “Social and sports center Ñuñoa”. The proposal adds an economic and cultural partnership between the town hall and local shops. Reusing the building to create new cinemas, and another building for a sports center, supported with the new local shops.
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ÑUÑOA SOCIAL AND SPORTS CENTER
PROJECT OPERATIONS AND STRATEGIES PROJECT OPERATIONS 1- Create a block trough the projection of the existing shape. 2- “Twin brother” building from the theatre’s shape. 3- Consolidate the block trough the projection of the existing shape. 4- Excavate the plaza into a new central space.
STRATEGIES AND SHAPE 1- Create a relationship of opposites between the buildings. If the theatre is solid (hermetic), the new will be transparent. 2- Create a new access to the theater. 3- Connect the buildings through a bridge and create an internal circulation. 4- Define the plaza by drawing the boundaries of movement.
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Section C-C’
Author: Camila Becerra Donoso
ÑUÑOA SOCIAL AND SPORTS CENTER
MODEL AND IMAGES PROJECT
Model
Author: Camila Becerra Donoso
18
6
SOCIAL HOUSING COMPLEX CERRILLOS
Workshop: Social housing University Diego Portales
The aim was to urbanize an area of Cerrillos with the opportunity of the new line 6 metro santiago (cerrillos station) close to Cerrillos Bicentennial Park. Besides, ther is no relationship between the park and the surrounding because the lack of a connector element. The neighborhood presents problems of pollution and brown fields. Goals: 1- Create recreational spaces and a linear park as a connector axis. 2- Create interior courtyards of each block housing, through separeted elements changing the disposition of this instead of superblock’s courtyards. 3- Common areas through balconies, they are some orientated towards the connector axis. Other will have views to the interior green courtyards.
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SOCIAL HOUSING COMPLEX CERRILLOS
SITE ANALYSIS STRATEGY The strategy aims to connect the park with the street Pedro Aguirre Cerda and Departmental through a new configuration, a new street parallel to Departamental st designed all along the area as connector axis that will brings together the people into a linear public space.
1- New streets
2- Connector axis that links the areas with the park.
3- Housing orientation displays the path to the park.
Section C-C’
Author: Camila Becerra Donoso
Type of property: Duplex Housing: 176 Total number of residents: 704 Sq m built: 13,824 Sq m green areas: 2,600 Housing Height: 10.7 m Sq m Total of housing: 72 Maximum height per dwelling: 2 floors Resident per dwelling: 4
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SOCIAL HOUSING COMPLEX CERRILLOS
PLANIMETRY, SECTIONS, IMAGES AND 3D - Take advantage of the park and layout of the complex so that the houses are integrated into the park. - Interior spaces were proposed as recreational areas. - Duplex houses with shared balcony were studied as a new proposal for social housing. - Balconies facing the connector axis, driving the path to the park.
Plan view principal
Author: Camila Becerra Donoso
Section B-B’
Author: Camila Becerra Donoso
Plan view first floor
Author: Camila Becerra Donoso
3D and images
Author: Camila Becerra Donoso
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7
NEW LINE 6 METRO INÉS DE SUÁREZ STATION
Workshop: Urbanism University Diego Portales
Currently the Metro de Santiago is preparing two new metro lines L6 and L3. The urban workshop introduced the new stations and I chose the station “Inés de Suárez”, located in Pedro de Valdivia square in Providencia neighborhood . The aim was to work on the block where the metro comes to propose an equipment and study what kind of programs could be associated with each station with respect to the surroundings. Programs defined were: commercial, housing and offices. Being around a plaza, creates the idea of a “central ring” to reconfigure the public space. Three strategies were proposed: 1. Equip blocks and configure a perimeter system with a first commercial floor. 2. Add the metro exits to the system, along with the respective program (trade, housig or office) 3. Designing a second inner circulation with the metro exit as a trigger.
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INÉS DE SUÁREZ STATION
SITE ANALYSIS
Master plan division criteria Re-configure “Francisco de Bilbao” street, by widening the paths of front garden houses and using potential land. This will cushion the pedestrian and vehicular flow with the arrival of the new metro line.
Context image
Author: Camila Becerra Donoso
SECONDARY NETWORK Subway station as a trigger ADVANTAGES: - Connection between buildings. - Public spaces mitigate the pedestrian flow. - Provides public space to the possible exit of the meter.
Project image 3D
Author: Camila Becerra Donoso
STRATEGY: CENTRAL CORE
“Central core” proposal RECONFIGURING THE PUBLIC SPACE of the plaza Pedro de Valdivia. One of the strategies is to equip the blocks and CONFIGURE A PERIMETER SYSTEM with a first commercial level around the plaza. Add the metro stations to this system, together with the respective program (market, housing and Offices)
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3D MODEL AND IMAGES
CARMELITAS (IRARRÁZAVAL ORIENTE)
ESTADIO NACIONAL
ÑUBLE BIO BIO
FRANKLIN
CLUB HÍPICO
SAN EUGENIO
PEDRO AGUIRRE CERDA
Author: Camila Becerra Donoso
Images and 3D
AXONOMETRICA INÉS DE SUÁREZ STATION
24 INES DE SUAREZ
TOBALABA
ELIODORO YAÑEZ